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Nmu JOHN
<br /> INTERIOR FACE 0 1 we S
<br /> HORIZ. NN THREADED l'oF 5
<br /> 6" JOG-OUT, OF APE ROD CONNECTING APE TO ti'y p��'� O
<br /> 6 THIS BAR DOES NOT "`A
<br />�� CEILING PANEL BEAM FULL HEIGHT PILASTER BEYOND, TYP. MEASURE I. DRAWING 3y -n 1 $�
<br /> CONNECTION TO TO s NOT'-SCALE V
<br /> CEILING PANEL
<br /> 10'-0" --_` SBS6R SS O ON COFOR DETAILS SHEETS v �2. 10" r j_5 4 2 10 v 6"JOG-OUT - EBPEFACE PILASTER SEE SHEET ( LL
<br /> CONC. LL BLO10 FOR1 F-NI I I � T� F;•'I�) a:... ' HEIGHT_._.-.. '._....,.,..._.. ..,(..... r._...-_.'.: oR.? e��t,�
<br />*' CONC. WALL BLOCKS 1 0
<br /> `.:.1:-,-4,-•"
<br /> . -� Ir 1,., _ (3) #5x `0 2'-6" ___rr:_:=-_..•-:-: / i / i - BPE 0 PILASTER - __ HORIZ.)¢"0 THREADED
<br /> J.-,-w !Will I I I I I I - --C 3-6 ......-- _ -_- 1
<br /> _ _ __ 4-` --�----..._. / r / _,..t..._.+� 2 :::_:vr::: :: =_:v: -- = _ - -r_-_ - - ROD CONNECTING BPE o0
<br /> ANCHOR REINFORCING 0 ---- - -- / --.:::4:-:-.:--,.::. =_-i i:----"--------�'---..............'-`---- � u j -
<br /> 1 ��so___o I " i _=ii-:::'-.:.: BLOCK TO PILASTER. 1"
<br /> T 2 oc. MAX.. EA. END OF - - - ®PILASTER - - --- ---- --�::-::-::::::::r-::_-:_:. :-- I.D. SCH. 40 PVC z 5z._
<br /> T H SIM. -- - - _- - =ir -- i-:ili ii::ii:-.:_--: ii-iii:::::::..:: .::-_:}::::: : :: -
<br /> 0.
<br /> PS1O ER, SEES SHEET 0 __ _
<br /> w
<br /> �'�--- --�---..-..- `-..-- ---` _ _ _ THROUGH S EEVE NP '�' o
<br /> SS10 FOR DETAILS •J � 9 • -♦ •. 1J T! � TYP .._._ :: :i'i:=)':..._.._ ..:_._ ..: ='..... ......•�� T_ii . '�"ia i
<br /> 1
<br /> P.T.-- ---'---- — ■.-. �. "! ;'1/-•. '.' —I-
<br /> '44.4-'�'�. - ��•_ r� _ °•-ice ,. I�-- 4"IMP. <z"'
<br /> Ull I+ PASS-THROUGH (P.T.), - - •-• Y /f / 4- --� ...-TYP. - - ° --: J °. 9 - m<D1
<br /> Tt // #10 VERT, (28) PER y'- '. •°ate.= - _ _ •�: a
<br /> f .. (C 2" CLR. z
<br /> rL P.T.-- -------® ROUNDED ENDS, TYP. r+'-_ - SIDE, (56) TOTAL _ _ «� _ ° g �"
<br /> 'f :i lV / :'/;' / I'.._ i SIDES I'.. a- :t ,z •°_I.. - rs rTYP. ALL L..e ou
<br /> 2'-y6" l ° - •_..:J t r�� =/� --°: _.e �\•.Q' + L' • _-
<br /> _ ..?_ SIDES I 6 ^�
<br /> I P.T.-_T'----}--- — 8-.8" !'::: -� I / - •.f _ 6.-.I 1-° _ y. <r _
<br /> TTT PASS-THROUGH 7._6" - �j''�' -- 2,_6" #5 �- - -i I:a - _ _ a t t':- - `f I M
<br /> -- -° _ - - V - // a _` HORIZ. LAP 7,-6" --_ �Y f- _ 2,_6„ #5 , U' (n 0
<br /> 22•-0" P.T.-- ----- ---®"i -e.• °i I / ) . _ a. 2=0 °.• _. _° •` !M _a, _-•`1.•a "Al,HORIZ. LAP 2_p Z CC CNI
<br /> Z N CO
<br /> CO
<br /> #10 VERT. (28) PER ..,• - art � ,' I.r'j 1 1 -_.•'i _. I'__ - _ :9 ! i H- W
<br /> PE P.T.-- - -•---- �/ SIDE, (56) TOTAL .-f - � / .---/ - I -: ° . , PASS-THROUGH _ _ _ • _ j Z = Q
<br /> �/Mffi///f`ZaS—,- ® #5x d o HORIZ., BEYOND •. - :. Id-.r- _a + _'. __.. �'� a._-•-_-i #5x< o HORIZ., W Z I-?i
<br /> •
<br /> T• I ' REINFORCING AROUND - t-'-�•I �f I ,_.-_ •-�` SPACING PER DETAIL ° - - -•-I'-- • ----.- .g •1 , .-r ' SPACING PER DETAIL 4 ,..) .=
<br /> PE P.T.- ---- PASS-THROUGH PER - J ',,-��/ / ,,/ .� e . i ,.'p:•. - -I J',_.- ,'.. e W
<br /> --r- —wow"-.-;:j/f/lli.� ' DETAIL ..-B;.. //� ` `/J / /•.��`-of'. ,' "' _-`.- J.a _ ,5'-0" #5 HORIZ.-..: - _ _
<br /> 2-6" O e e ry
<br /> ,— f / `�!f /// J�}, �'� I �6 a �`_�°•.'--- �P• aP. ,b-..Via_. W
<br /> TYP. 5'_4" 1_ • Y'•.- - 1 . " (2) ROWS OF (4) #10 L.1J
<br /> —�0,`, /..,ffflf� � 2.-4" PASS-THROUGH 2-4" (2) ROWS OF (4) #10 I VERTS. 0 EA. CORNER,i-------I J h" CHAMFER, �� 10•_p^ =i
<br /> 2•_g^ ^- i VERT. #10 BARS TO Yt" CHAMFER, VERTS. ® EA. CORNER, ALL CORNERS 4" SPACING BETWEEN
<br /> CONNECT TO FOOTING ALL CORNERS 4" SPACING BETWEEN 7-4 ROWS, TYP.
<br /> Q P.T.----------- ��tJ%%J///////%%f/f/rOWit ---- FORM SAVERS, TYP. ROWS, TYP. I—
<br /> TZ. - •
<br /> •"- y l.I. N /r� CD
<br /> °•- #5z r HORIZ., CD D
<br /> • - PILASTER SECTION ® PASS—THROUGH © 7-4 Z
<br /> �� ^ • 1/2' = 1'-0" 0 SPACING PER DETAIL e Q I-
<br /> 1 PILASTER NOTE: TYP. PILASTER SECTION U)
<br /> (N) 3'-0" MAT J PILASTER FORMSAVERS, CLOSED LOOPS OF STEEL LOCATED IN O II
<br /> FOUNDATION, SEE SHEETS SEE SHEETS SF4-SF7 THE SAME PLANE AROUND ONE, 1/2" = 1'-O" W CL
<br /> SF1-SF7 FOR DETAILS FOR DETAILS MULTIPLE, OR ALL OF THE — I_LJ
<br /> PILASTER ELEVATION O PASS-THROUGHS SHALL BE PRECLUDED.
<br /> 1 A CLOSED LOOP MAY CONSIST OF ONE
<br /> ENCLOSED SHAPE (E.G. A REBAR HOOP)
<br /> 1/4" = 1'-0" OR MULTIPLE ELEMENTS IN CONTACT
<br /> EFFECTIVELY CREATING AN ENCLOSED (/)
<br /> LOOP OF CONTINUOUS STEEL. STEEL
<br /> 1'-2" ELEMENTS CONSIDERED INCLUDE (n
<br /> 2'-10"t 3'-0"f 2'-10"t f REINFORCING, ANCHORS, STRUCTURAL `J
<br /> STEEL, OR ANY OTHER STEEL. I
<br /> 10' W
<br /> zW
<br /> I ° ° Y4"x3"z3" Et_WASHER & 2" CLR. 3" MIN. w N
<br /> } I DBL. NUT ®HORIZ. TYP' GAP, TYP.
<br /> 2'-6"t I D/////ff7.1--a RODS, TYP. __
<br /> ° ° ® '� ��� #10 VERT, (28) PER O H.61
<br /> ■.■ ���� SIDE, (56) TOTAL z I— W W (n
<br /> 2'-6"tJ�j %� SPACING A --- )¢"0 THREADED I- Q
<br /> --- 5'-4"xs" ' �...1.51 COUPLER
<br /> U (n ZS �i
<br /> o Erna° PASS-THROUGH, •1.1. � R4" CONC. PILASTER, HORIZ.)¢"0 THREADED O_ H W
<br /> ROUNDED ENDS, TYP. -i- /;,;;;; ���
<br /> ■■. `�� j � -■= REINFORCING NOT ROD CONNECTING, 1" I.D. I W r ct
<br /> 2'�6"t SPACING B -�/'////Di: 2-p SHOWN FOR CLARITY SCH. 40 PVC SLEEVE O M ct
<br /> o ° ° ° y BPE BLOCKS ADJ. TO ��� IJ_I I-- 0 J 31,I
<br /> PILASTER SHOWN MEM • ..1. o 4. Ct W M
<br /> 1-10"f h SCHEMATICALLY, SEE SHEET SPACING A ---- jjj i i I O- = W
<br /> �f//��� 554 FOR BLOCK LAYOUT, TYP. #Sx a o HORIZ., Y."x3"x3" It WASHER
<br /> •■• — JP & DBL. NUT
<br /> •
<br /> 2 "f ��� �� ��� "�i i �,; I♦�II� SPACING PER NOTE ..-r�. -_- - o
<br /> ° / ° c o 1 INTERIOR FACE SPACING B ■.■ ,Ot`/-4.4:°4.&;!W -.-, LOCATE ANCHOR PLATES N
<br /> OF BPE =� SUCH THAT ANCHORS DO -- - ---- o V)
<br /> 2-6 t p//�/f//ff�////,//ff/%��f/1//a I EXTERIOR FACE EDGE SPACING A ••• :::
<br /> NOT CONFLICT WITH . TERIOR FACE° ■ -------- -
<br /> 2-??+6"t r ESEIM MEM 4"x6"xi§" R w/(2)Xz"x4" C w
<br /> T ° ° ° I HORIZ.)¢"0 THREADED 1/4 HEADED ANCHOR STUDS 0
<br /> ROD CONNECTING BPE 7-4 SPACED 04" o.c.
<br /> TO PILASTER PER REINFORCING NOTES: CC2'-6"t ( HORIZONTAL REINFORCING REINFORCING SPACING SHALL
<br /> S�fjj%�, /�%%f///j//JJ DETAIL cv CONC. BPE Lit
<br /> BE AS FOLLOWS: I
<br /> 6" ° ° ° ® I O 1. SPACING A: 09" o.c. MAX (AVERAGE) BETWEEN #5x N HORIZ., PILASTER o N
<br /> • • PASSING B: GHS06" BPE ANCHORAGE ® PILASTER O b a
<br /> ' ...•- _ _ 2. SPACING B: ®6" o.c. (AVERAGE) AT 7-4
<br /> _°' _i-a i•_- - --.�,_- - - (N) 3'-0" MAT PASS-THROUGHS SPACING PER NOTE _
<br /> -° - FOUNDATION, SEE SHEETS 3. REINFORCING AROUND PASS-THROUGHS SHALL BE 1 = 1'-0 N
<br /> r SF4-SF6 FOR DETAILS SEPARATED A MINIMUM OF 3"TO PREVENT FULLY
<br /> CLOSED STEEL LOOPS AROUND OPENINGS. CLOSED JOB No.
<br /> LOOPS ARE DEFINED AS ONE ENCLOSED SHAPE(E.G. A REBAR HOOP) OR MULTIPLE ELEMENTS IN 2202-0023
<br /> DETAIL NOTES: CONTACT EFFECTIVELY CREATING AN ENCLOSED LOOP
<br /> 1. NOMINAL DIMENSIONS ARE REPRESENTED IN THE DRAWINGS. CONTRACTOR/OWNER OF CONTINUOUS STEEL AROUND ONE, MULTIPLE, OR DRAWN CHECKED
<br /> ARE RESPONSIBLE FOR DETERMINING ACTUAL DIMENSIONS TO ACCOMMODATE ALL PASS-THROUGH OPENINGS. NRW WJS
<br /> CONSTRUCTION AND SERVICEABILITY REQUIREMENTS.
<br /> 2. BPE USED AT PILASTERS SHALL BE ASSEMBLED OF BPE MATERIALS SUCH THAT - -
<br /> THEY BEHAVE AS RIGID ELEMENTS. PILASTER REINFORCING AROUND OPENING O DATE 09/02/22
<br /> 3. INDIVIDUAL BPE BLOCKS USED AT PILASTERS SHALL BE CONNECTED TO THE REVISIONS
<br /> PILASTER WITH MINIMUM (4) HORIZONTAL THREADED RODS ATTACHED TO PILASTER
<br /> ANCHORS. MAXIMUM ALLOWABLE TRIBUTARY AREA TO EA. ANCHOR = 7.5ft2.
<br /> CONTRACTOR/OWNER TO SUBMIT SHOP DRAWINGS DETAILING ASSEMBLY OF BPE
<br /> BLOCKS USED AT PILASTERS. BLOCKS NOT SHOWN FOR CLARITY.
<br /> x PILASTER BPE ANCHOR ELEVATION O SHEET SS14
<br /> 1/4- = 1'—D" NOT FOR CONSTRUCTION - 90% PROGRESS PRINT 22 OF 23
<br />
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